| 模糊分析在边坡稳定性评价中的应用 |
| |
| 引用本文： | 李彰明.模糊分析在边坡稳定性评价中的应用[J].岩石力学与工程学报,1997,16(5):490-490. |
| |
| 作者姓名： | 李彰明 |
| |
| 作者单位： | 广东工业大学土木系 |
| |
| 摘 要： | 构造了边坡稳定性分析的模糊综合评价模型及关联因素边界值矩阵, 通过对某一大型 露天矿边坡工程地质条件调查与物理力学性质测试研究, 得到各关联因素的实测值, 进而评 价了该边坡的稳定性。结果表明该评价方法能更全面地考虑实际边坡问题的非确定性属性, 评价结果合理。
|
| 关 键 词： | 关键词 模糊分析 边坡稳定性 评价模型 工程实例 |
| 收稿时间： | 1996-11-11 |
| 修稿时间： | 1996-12-13 |
APPLICATION OF FUZZY ANALYSIS IN SLOPE STABILITY EVALUATION |
| |
| Li Zhangming.APPLICATION OF FUZZY ANALYSIS IN SLOPE STABILITY EVALUATION[J].Chinese Journal of Rock Mechanics and Engineering,1997,16(5):490-490. |
| |
| Authors: | Li Zhangming |
| |
| Abstract: | The fuzzy evaluation model and related matrix of boundary values are constructed for slope stability analysis, and the practical values of the relative factors are also obtained through the investigation of engineering geology and the tests of physical and mechanical properties of a practical slope. Thereupon, the stability of the slope is evaluated by the fuzzy method. The result shows that the uncertain characteristics of practical slope problems can be described more comprehensively by the method and the fuzzy analysis result is reasonable. |
| |
| Keywords: | fuzzy analysis slope stability evaluation model engineering example |
| 本文献已被 CNKI 维普 等数据库收录！ |
| 点击此处可从《岩石力学与工程学报》浏览原始摘要信息 |
|
点击此处可从《岩石力学与工程学报》下载全文 |
